HomeMy WebLinkAboutBernie Jennings Engineering Bldg 212
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CODE INFORMATION
CODE VERSION FBC 2017 6th Edition
ASCE-7-10
MANUFACTURER CARPORTS ANYWHERE
BUILDING TYPE UTILITY STRUCTURE
CONSTRUCTION TYPE II—B
RISK CATEGORY I
FIRE PROTECTION NONE
FIRE SUPPRESSION SYSTEM NONE
OCCUPANCY UTILITY, U
WIND SPEED Vult-165mph
EXPOSURE B
ENCLOSURE OPEN
INTERNAL PRESSURE COEFF. +/— 0.0
IMPORTANCE FACTOR 1.0
ROOF DEAD LOAD 10PSF
ROOF LIVE LOAD 20PSF OR 3001b P.L.
FLOOR DEAD LOAD 10PSF
FLOOR LIVE LOAD 50PSF
"R"RATING OF WALLS,FLOOR,ROOF N/A
MODULES PER BUILDING 1
HURRICANE PROTECTION USAGE NO
HURRICANE SHELTER USAGE NO
SQUARE FOOTAGE 356.5 SQ. FT.
REVISIONS
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15'-6"
FRONT/REAR END WALL
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REV DESCRIPTON DATE BY
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DRAWN BY: MTB
DATE: 3/27/20
LocAMN:583 Oleander Ct., Port St. Lucie
SIZE: 23-L X 15.5'W X 9.33-H
A
4'-6„
4'-6 4'-61 1 4,_6 „
F6
23 _0”
LEFT/RIGHT SIDE WALLo
4'-6T-6
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Matthew T. Baldwin P.E.
Florida License #64608
Sheet: CA-2 OF 4
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GAM ANYWHERE
CODE INFORMATION
CODE VERSION FBC 2017 6th Edition
ASCE-7-10
MANUFACTURER CARPORTS ANYWHERE
BUILDING TYPE UTILITY STRUCTURE
CONSTRUCTION TYPE II—B
RISK CATEGORY I
FIRE PROTECTION NONE
FIRE SUPPRESSION SYSTEM NONE
OCCUPANCY UTILITY, U
WIND SPEED Vult-165mph
EXPOSURE B
ENCLOSURE OPEN
INTERNAL PRESSURE COEFF. +/— 0.0
IMPORTANCE FACTOR 1.0
ROOF DEAD LOAD 10PSF
ROOF LIVE LOAD 20PSF OR 3001b P.L.
FLOOR DEAD LOAD 10PSF
FLOOR LIVE LOAD 50PSF
"R"RATING OF WALLS,FLOOR,ROOF N/A
MODULES PER BUILDING 1
HURRICANE PROTECTION USAGE NO
HURRICANE SHELTER USAGE NO
SQUARE FOOTAGE 356.5 SQ. FT.
REVISIONS
FRONT/REAR END
WALL
REV DESCRIPTON DATE BY
�F
DRAWN sY: MTB
DATE: 3/27/20
I.ocAMN:583 Oleander Ct., Port St. Lucie
SIZE: 23'L X 15.5'W X 9.33'H
W
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23'-0"
LEFT/RIGHT
SIDE
WALL
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29 /20
Matthew T. BaldWln P.E.
Florida License #64608
Sheet: CA-3 OF 4
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)#12-14xi" SELF -DRILLING
SCREWS
41�ill NIPPLE TO
��\\ BASE RAIL NIPPLE T
BASE RAI
POST TO BASE RAIL
CONNECTION
MINIMUM 6" TS NIPPLE.
NIPPLE
SECURED TO WALL POST
WITH
(4)#12-14xi" SELF -DRILLING
SCREWS
+20.0/-22.2
2"x2"x2" 16 GA. ANGLE
CLIP
SECURED WITH (4) #12-14xi"
FIRE PROTECTION
SELF -DRILLING SCREWS
+20.0/-22.2
END POST TO BASE RA L
CONNECT ON
DESIGN PRESSURES
- 165 Mph
ROOF
+19.3/-41.4
FL27402.1 —R1
WALLS
+20.0/-22.2
II—B
DOORS
+20.0/-22.2
FIRE PROTECTION
WINDOWS
+20.0/-22.2
NONE
OCCUPANCY
1
2
3
EXPOSURE
4
5
ZONE
+9.3
-21.9
+12.3
-35.1
+19.3
-41.4
+18.8
-21.9
+20.0
-22.2
NIPPLE TO
TRUSS
16 GA. U -CHANNEL
BRACE, MIN. 24" UP TO
7' POST, MIN. 48" OVER
7' POST. MIN. 45' TO
MAX. 60° FROM HORIZ.
(EXCLUDE END—WALLS)
MINIMUM 6" TS NIPPLE. NIPPLE
SECURED TO WALL POST WITH
(4)#12-14xi" SELF—DRILLING
SCREWS
BOX SAVE RAFTER TO
POST CONNECTION DETAIL
APPROVED PRODUCTS
APPROVAL NO.
ROOF SHEATHING
Carports Anywhere
Hampton Rib Roof Panel
FL27402.1 —R1
1 0 0 ! ► + ►
CODE VERSION
FBC 2017 6th Editior
ASCE-7-10
MANUFACTURER
CARPORTS ANYWHERE
BUILDING TYPE
UTILITY STRUCTURE
CONSTRUCTION TYPE
II—B
RISK CATEGORY
I
FIRE PROTECTION
NONE
FIRE SUPPRESSION SYSTEM
NONE
OCCUPANCY
UTILITY, U
WIND SPEED
Vult-165mph
EXPOSURE
B
ENCLOSURE
OPEN
INTERNAL PRESSURE COEFF.
+/— 0.0
IMPORTANCE FACTOR
1.0
ROOF DEAD LOAD
10PSF
ROOF LIVE LOAD
20PSF OR 3001b P.L.
FLOOR DEAD LOAD
10PSF
FLOOR LIVE LOAD
50PSF
"R"RATING OF WALLS, FLOOR, ROOF N/A
MODULES PER BUILDING
1
HURRICANE PROTECTION USAGE
NO
HURRICANE SHELTER USAGE
NO
SQUARE FOOTAGE
356.5 SQ. FT.
REVISIONS
" MTB
3/27/20
583 Oleander Ct., Port St. Lucie
23'L X 15.5'W X 9.33'H
(!, r
J
Q MattheW T. BaldWin P.E.
Florida License #64608
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0 Sheet: CA -4 OF 4